| contributor author | Samih Qaqish | |
| contributor author | Aimin Haddadin | |
| date accessioned | 2017-05-08T22:36:06Z | |
| date available | 2017-05-08T22:36:06Z | |
| date copyright | November 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9399%281991%29117%3A11%282659%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83404 | |
| description abstract | The research reported herein is concerned with the finite deformations and snap‐through buckling behavior of slender symmetrical uniform and nonuniform elastic circular arches with clamped end supports at large deflection under a vertical downward concentrated load at the crown. Values of height‐to‐span ratios equal to 0.2, 0.25, 0.3, 0.4, and 0.5 for each value of the depth of the section at support to the depth of the section at crown equal to 1.0,1.5, and 2.0 are considered. Comparison between the results obtained and the results calculated by others is carried out. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling Behavior of Elastic Circular Arches | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1991)117:11(2659) | |
| tree | Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011 | |
| contenttype | Fulltext | |
